Submitted:
06 April 2026
Posted:
07 April 2026
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Abstract
Keywords:
1. Introduction
2. Materials and methods
2.1. Material Selection and Experimental Testing Methods
- hazard level I: the fracture surface is relatively flat and all sharp tips have a length of less than 5 mm (excluding those with a length greater than 5 mm but the bottom cross-sectional area less than 1 mm2);
- hazard level II: the longest sharp tip length is greater than 5 mm but less than 10 mm (excluding those with a length greater than 5 mm but the bottom cross-sectional area less than 1 mm2);
- hazard level III: the longest sharp tip length is greater than 10 mm (excluding those with a length greater than 10 mm but the bottom cross-sectional area less than 3 mm2).

2.2. Data Analysis Methods
3. Results
4. Discussion
4.1. Fracture Energy and Risk of Human Injury
4.2. The Influence of Moisture on the Formation of Sharp Tips
4.3. The Validity and Limitations of This Study
5. Conclusion
Author Contributions
Funding
Informed Consent Statement
Data Availability Statement
Acknowledgments
Conflicts of Interest
References
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| Eating stage | Time consumed | |||
| Average/(s) | Maximum/(s) | Minimum/(s) | CV/% | |
| 1 | 166 | 308 | 25 | 36.8 |
| 2 | 157 | 305 | 30 | 37.4 |
| Complete stage | 323 | 530 | 131 | 26.4 |
| Group label | Loading condition | Sample size | Moisture condition |
|---|---|---|---|
| Dry1 | Cantilever beam bending | 100 | 12.0%±1.5% MC |
| Dry2 | Three point bending | 100 | 12.0%±1.5% MC |
| Dry3 | Axial compressive buckling | 100 | 12.0%±1.5% MC |
| Wet1 | Cantilever beam bending | 100 | Soak in water for 150 seconds |
| Wet2 | Three point bending | 100 | Soak in water for 150 seconds |
| Wet3 | Axial compressive buckling | 100 | Soak in water for 150 seconds |
| Group label | Fracture energy/(J) | Number of specimens | Mean energy/(J) | ||||||
|---|---|---|---|---|---|---|---|---|---|
| Max,Min,Ave | Tukey | I | II | III | I, II, III | T-in-group | |||
| Dry1 | 0.683, 0.277, 0.453 | CD | 85 | 6 | 9 | 0.455, 0.455, 0.434 | AAA | ||
| Dry2 | 0.733, 0.361, 0.513 | C | 69 | 13 | 18 | 0.524, 0.491, 0.479 | AAA | ||
| Dry3 | 1.257, 0.335, 0.786 | A | 30 | 42 | 28 | 0.819, 0.838, 0.675 | AAB | ||
| Wet1 | 0.648, 0.301, 0.444 | D | 79 | 15 | 6 | 0.447, 0.444, 0.408 | AAA | ||
| Wet2 | 1.373, 0.273, 0.695 | B | 83 | 11 | 6 | 0.689, 0.669, 0.836 | AAA | ||
| Wet3 | 1.443, 0.225, 0.852 | A | 58 | 31 | 11 | 0.890, 0.798, 0.795 | AAA | ||
| Hazard level | Water regime | Penetration depth /(mm) | Unit energy penetration area/(mm2) | |||||
|---|---|---|---|---|---|---|---|---|
| max | min | ave | max | min | ave | |||
| 1 | dry | 3.2 | 0 | 0.2 | 23 | 0 | 1 | |
| wet | 0 | 0 | 0 | 0 | 0 | 0 | ||
| 2 | dry | 13.8 | 0 | 7.7 | 105 | 0 | 61 | |
| wet | 13.1 | 0 | 2.9 | 72 | 0 | 12 | ||
| 3 | dry | 38.6 | 5.5 | 23.9 | 596 | 105 | 361 | |
| wet | 35.0 | 3.3 | 16.0 | 560 | 43 | 209 | ||
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